The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole Compute the nominal strength in bearing on Gusset plate only (since this will govern, it has smaller thickness than the main member PL ½ x 6)
The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole Compute the nominal strength in bearing on Gusset plate only (since this will govern, it has smaller thickness than the main member PL ½ x 6)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel.
Note:
A242 Fu = 70ksi
dh = db + 1/16’’
Use: Consider deformation at the bolt hole
Compute the nominal strength in bearing on Gusset plate only (since this will govern, it has smaller thickness than the main member PL ½ x 6)
Transcribed Image Text:3" PL
PL ½x 6
оо
12"
24" 24"
12"
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